摘要
通过十榀小型砌块墙的水平反复荷载试验,分析了填芯率及正压力对这类墙体抗震性能的影响。
Ten small sized concrete block walls are tested under cyclic revers load, in order to investigate the functions of the inner columns and the axial load on the seismic behavior of these walls.
出处
《结构工程师》
1999年第4期42-48,共7页
Structural Engineers
关键词
抗剪承载力
变形能力
砌块墙
抗震性能
试验
ratio of inner column, axial load, shear capacity, deformability